ST0701-LR091122CONCRETE COMPRESSIVE STRENGTH TEST REPORT 00 rM
Report Number: 94091 193.0028 lifferracon
Service Date: 1 1/04/09 8901 Carpenter Frwy.
Report Date: 11/22/09 Revision 1 Dallas, TX 75247
214 -630 -1010 Reg No:F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,600 psi a 28 days
Mix ID:
DCCOG501
Supplier:
Redi -Mix
Batch Time:
0914 Plant: P259
Truck No.:
1321 Ticket No.: 25132224
Field Test Data
Test
Slump (in):
Air Content (' %t):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
5 1/2 5 -7
2.0
73
69
147.2
Laboratory Test Data
Set Specimen
Diameter
No. II)
(in)
I I
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Date:
11/04/09 Sample Time: 1015
Sampled By:
Juan Lopez
Weather Conditions:
Clear
Accumulative Yards:
7.5 Batch Size (cy): 7.5
Placement Method:
Direct Discharge
Water Added Before (gal):5
7
Water Added After (gal):
0 -
Sample Location:
Piers @ A #4 /D and A #4 /E
Placement Location:
Drilled Piers, see Foundation
12/02/09
Observations Report #94091193.0027,
28.27
dated 11/04/09, for pier locations
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
11/05/09
11/11/09
7
28.27
11/05/09
11/18/09
14
28.27
11/05/09
12/02/09
28
28.27
11/05/09
12/02/09
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
120,900
4,280 4
137,710
4,870 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: .loan Lopez
Reported To:
Contractor: Lucy Construction
Report Distribution:
(1) City ol'Coppell'I'x
(1) City ol'C'oppcll '1'x
(1) Lacy Cunstruoiun
(1) City of Coppell TX Reviewed By:
(2) Ha11TAssoc hic
(1) PacTrusl Pacific Really Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0035 Terracon
Service Date: 11/11/09 8901 Carpenter Frwy.
Report Date: 11/22/09 Dallas, TX 75247
214 -630 -1010 Rep-No: F-3272
Client Project
City ofcoppeil "rX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,600 psi a 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Time: 0925 Plant: P136
Truck No.: 1 189 Ticket No.: 25135874
Field Test Data
Test
Slump (in):
Air Content (' %4):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
T3 3 -5
5.0 3 -6
76
59
146.0
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
11/12/09
1 2
6.00
28.27
11/12/09
1 3
6.00
28.27
11/12/09
1 4
6.00
28.27
11/12/09
mments:
Samples Made By: Terracon
Sample Date:
11/11/09 Sample Time: 1016
Sampled By:
Michael W. Whyman
Weather Conditions:
Partly cloudy
Accumulative Yards:
8.5 Batch Size (cy): 8.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
(psi) Type
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Bridge Abutment, eastbound #1
Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and cast compressive strer
samples.
Terracon Rep.: Michael W. Whyman
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City o1' Coppell 'I :\ (1) City ol'Coppell Tx Reviewed By:
(1)CityorcoppelITX (2)tlalrr Assoc lne Eric J. CleNkeland, P.E.
(1) Lacy Consuveii,m (1) PacTrust Pacific Really Associates LP Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cu N o1. ;.21-011. a •,.; Page I of
Age at
Maximum
Compressive
Date
Test
Load
Strength Fracture
Tested
(days)
(lbs)
(psi) Type
11/18/09
7
113,070
4,000 2
11/25/09
14
12/09/09
28
12/09/09
28
Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and cast compressive strer
samples.
Terracon Rep.: Michael W. Whyman
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City o1' Coppell 'I :\ (1) City ol'Coppell Tx Reviewed By:
(1)CityorcoppelITX (2)tlalrr Assoc lne Eric J. CleNkeland, P.E.
(1) Lacy Consuveii,m (1) PacTrust Pacific Really Associates LP Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
cu N o1. ;.21-011. a •,.; Page I of
CONCRETE COMPRESSIVE STRENGTH TEST REPORT am om
Report Number: 94091 193.0039 lVel
Service Date: 1 1/13/09 8901 Carpenter Frwy.
Report Date: 1 1/22/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client
City of Coppell "rX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: DCCOG504
Supplier: Redi -Mix
Batch Tintc: 1252 Plant: P259
Truck No.: 1289 Ticket No.: 25137635
Field Test Data
Test
Slump (in):
Air Content ('Y,,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
4 1/4 3 -5
4.6 3 -6
90
71
147.0
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I I
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Date:
11/13/09 Sample Time: 1400
Sampled By:
Ashton L. Varnell
Weather Conditions:
Mostly cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Bucket
Water Added Before (gal):0
3
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Three Columns, W side of creek & E
12/11/09
abutment
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
I
11/14/09
11/16/09
3
28.27
11/14/09
11/20/09
7
28.27
11/14/09
12/11/09
28
28.27
11/14/09
12/11/09
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
78,600
2,780 5
97,970
3,470 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Ashton L. Varnell Started: 1200
Reported To: Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(1) Cily ol'Coppell TX (1) City of Coppell TX Reviewed By:
(1) City o1'C'oppcll'1'x (2)Halff Assoc lnc r ri. Ore ve nd, P. E.
(1) Lacy Conslructiuu (1) PncTntst Pacific Realty Associates LP Senior Projeqt Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively forthe use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
raotsn. ;.21 -M. J( 1 Page 1 01' 1
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94091193.0041 5'errac
Service Date: 1 1/18/09 8901 Carpenter Frwy.
Report Date: 11/22/09 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City ol'Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
PROJECT DATA
Drawings Utilized: SC1.08 & SC1.0, dated 05/09
Locations /items Observed: Abutment #1 & Abutment #4
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Bar Length and Shape
X
Column Tie Spacing & Type
Bar Size
X
Proper Bar Placement
X
Stirrup Spacing & Type
Bar Grade
X
Properly Tied
X
Welded Splices
Rebar Clean
X
Dowel Bars In Place
Mechanical Splices
Trash & Debris Removed
X
Proper Bar Supports
Lapped Spllces
�(
Number of Bars
X
Proper Cover /Clearance
X
Discrepancies /Comments:
Any discrepancies Iound were corrected prior to completion of this observation.
Services: IZeinlorcing steel (rebar) placement observation.
Terracon Rep.: Robert Alegria
Reported To: Terry w /Ashlar
Contractor: Lacy Construction
Report Distribution:
(1) City of C'uppcll 'fX
(1) City of C'uppell 'rN
(1) Lacy UmIstruchon
(1) City or Coppell T\
(2) Halfl'Assoc Inc Reviewed By:
(I) PacTrust Pacific Really Associates
LP
Eric J. C veland, P.E.
Senior P - oject Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to
the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
Page 1 of I
ilgr
FIELD DENSITY TEST REPORT
Report Number: 94091 194.0006 1 11fl I CJLomn
Service Date: 11/10/09 8901 Carpenter Frwy.
Report Date: 11/22/09 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
PacTPUSt Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Mat. Proctor
No. Ref. No. Classification and Description
1 94091 193.0002 Dark brown clay, with sand
Field Test Data
Test
No. Test Location
Water Line, Line A, Gast
Laboratory
Test Method
ASTM D698
Lab Test Data
Optimum
Max. Lab
Water
Dry Unit
Content
Weight
( %)
(pef)
24.2
94.6
Project Requirements
Water
Minimum
Content
Compaction
( a /t)
(' %a)
0/ +4
95
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (pcf) ( %) (pcf) ( %)
Sta. 2 +50
3.0' bfg 1
6
120.3
24.6
25.7
95.7
101
Sta. 6 +50
2.5' bfg 1
6
117.6
24.5
26.3
93.1
98
Sta. 9 +50
2.5' bfg 1
6
118.6
26.1
28.2
92.5
98
Sta. 12 +50
1.5' bfg 1
6
116.4
22.9
24.5
93.5
99
Sta. 15 +50
2.5' bfg 1
6
114.3
24.7
27.6
89.6
95
Sta. 17 +90
1.0' bfg 1
6
115.4
25.3
28.1
90.1
95
Datum: bf?g = below final grade Gauge ID: 1960
Continents: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and mat!rial moisture
condition.
Terracon Rep.: Barry Coble
Reported To: Oscar w /Lacy Construction
Contractor: Lacy Construction
Report Distribution:
(1) Pne'rrusl Pacific Realty Associates LP (I) City or Coppell TX Reviewed By:
(1) Cily orC'uppcll'I X (2) HalrrAssoc Inc Eric J. C ev at
(1) Lacy Consnuctiuu
Test Methods: ASTM D6938
Senior Project M nager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively forthe use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the
actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CWHI0 ,4.3o.ao.1(,,`,, Page I of I